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DITCH LINE
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FLOW LINE
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WATER LINE
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SANITARY SEWER LINE
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STORM DRAIN LINE
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UNDERGROUND POWER LINES
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UNDERGROUND TELEPHONE LINES
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UNDERGROUND CABLE TV LINES
UFO
UNDERGROUND FIBER OPTIC LINES
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OVERHEAD POWER LINES
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OVERHEAD UTILITY LINES
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CHAIN LINK FENCE
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WIRE FENCE
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NOTES:
SURVEY BY PACE ENGINEERING, INC
DARRELL C. BEGLEY PLS#45411
HORIZONTAL DATUM: CITY OF RENTON (NAD 83/91)
COORDINATES AND BEARINGS FOR THIS SURVEY DERIVED FROM RTK GPS
OBSERVATIONS TO THE FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS:
#1333 - FOUND 3" BRASS DISK IN CASE ® THE INTERSECTION OF 84TH AVE S
& S 128TH ST.
#1846 - FOUND COPPER PLUG W/ PUNCH IN CASE ® INTERSECTION OF 84TH AVE S
& S 120TH ST.
#1899 - FOUND 2" BRASS DISK IN CASE ® THE INTERSECTION OF TAYLOR AVE NW
& LIND AVE NW.
VERTICAL DATUM: CITY OF RENTON (NAVD 88)
ELEVATIONS FOR THIS SURVEY DERIVED FROM RTK GPS OBSERVATIONS TO THE
FOLLOWING CITY OF RENTON SURVEY CONTROL MONUMENTS:
#1333 - ELEV. 387.35'
ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED.
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE
BASED ON FIELD OBSERVATIONS TAKEN IN JULY 2012, UNLESS OTHERWISE INDICATED.
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING
EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL
STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C.
332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C.
332-130-090.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES
NOT PURPORT TO SHOW ALL EASEMENTS.
THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES
LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN
HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE
ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR
ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE
AND LOCATION PRIOR TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555.
RECOMMENDED
FOR APPROVAL
BY
BY
CITY OF RENTON
STEVENS AVE NW / LIND AVE NW
STORM SYSTEM IMPROVEMENT PROJECT
CP# 4
663B-1.4 CP
N=181616.11
E=1296840.04 CP# 7 CP# 8
J ELEV.=193.85 6636-3.7 M/W / 663B-3.8 M/W
N=181643.63 N=181811.10
E=1296833.84 E=1296841.87 STEVEAAS AVE N/
x1, 1 4 2 ELEV.=187.02
- _ ❑
° ❑10+50
.
S
CP# 12 /� I
S 663B-3.12 M/W
N=181967.23
E=1296866.80
ELEV.=183.30
i
CP# 11
663B-3.11 R/C
N=181814.45
�dAS,yo�
CP# 13
6636-4.13 M/W
N=182146.73
E=1296842.62
ELEV. =179.48
I*]
— 15�60
E=1296979.01
ELEV.=174.80 O
CP# 10 CP# 9
•n,, 663E-3.10 M/W 663B-3.9 M/W
'CPjr
LW AVE 'r,�► I E=129870918403 N=1 97117 42
E=1297117.12 '
ELEV.=160.61 ELEV,=] 52.91
50 --_ - _.—� + 31+60
-
-97
#,p 663B-3.5 MIC
N=182072.57
E=1297108.51
ELEV.=150.69
SURVEYED:
PACE Engr
DESIGNED:
DWC
I • o��
J S�ONAI.EN I DRAWN: DWC
-- CHECKED:
RJS, DWC
N0. REVISION BY DATE APPR APPROVED:
RJS
SCALE:
As Noted
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL- NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
LIST OF DRAWINGS
1 COVER SHEET
2 LIND AVE NW - TAYLOR PL NW
3 RENTON ST ROW
4 STEVENS AVE NW
5 RESTORATION
D=363901
CITY 0 STEVENS AVE NW / LIND AVE NW 9-7-2012
STORM SYSTEM IMPROVEMENT PROJECT FIELDBOOK:
RENTON PAGE.
DRAWING NO:
Planning/Building/Public Works Dept. COVER SHEET 1
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